PARADISE CT 606 (2) -- - — — — — — — — 71 — — — — — — — — — — —
FLAT CE1111'* TABLE. FOR SHEAR. WALLS FRAMING
(GROUND FLOOR)
Jk 14 THE SHEAR WALLS TABLE WAS ESTABLISHE6 ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE
LANAI
CATHEDRAL CATHEDRAL 0 NOTED IN THE TABLE.
CEILItr7 A� WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS
a GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLIER NAILS FOR 1/2" & 5/8* THICK BOARP
60-0) RESPECTIVELY.
C) SOLE PLATE-CONCRETE SLAB ANCHORS SHALL BE 1/2*ox 10" LONG *J-13OLTS' (A307 STEEL) FOR EXTERIOR WALLS
OR 1/2*0 x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS.
W KNEEWAI.I. OR SHEATHING TO STUISI FLOOR TO FLOOR
WICOLUMN REQ'Do SINGLE
FLAT CEILING
LIVING 42" DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING
caumN TO KNEE
ORCH WALL 6)
ATHEDFAL CEILING 0 7/16" OSS SINGLE 6- / 12-
600 O.C.
(BLOCKED)
><
TOTAL At AREA
PLANT SHELF KITCHEN, (7/106 OSB SINGLE 4* 12o 60* O.C.
SL �KED)
1201 f i:
x
-FEt Ry
ADD17IONAL NOTES:
1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SMALL BE
PLANT SHELF BOLTED PER DETAIL *8' ON SHEET #10
HALL
.... ... 2) ALL EXTERIOR WALL OPENINGS 01-HER THAN THOSE MENTIONED A13OVE SHALL
8'FLAT CEILIW-; BE BOLTED PER DETAIL *V ON SHEET #1 D
...... 3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON
a SCHEDULE W-ON SHEET i STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES
) P03
_j
ACTING SIMULTANEOUSLY WITH UPLIFI` FORCES.
>103ATH,.
ATTIC ACCESS-PECK FLOCK OF
.8'FLAT,' AlT)CWlrHPL'(WXV 4) THE ALLOWABLE SHEAR VALUES OUTUNED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS
<
CL05ET "8'FLk C�11_1
OTHEPRAL CEILII�G EILII
x HAVE BEEN REDUCED BY 18% TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR
WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL STRAPPINGS THAT
VaUt comvmz5 over '84 AL' >%. 20 CONNECT STUDS TO TOP PLATES. SHOE PLATE, SHEAR WALL HOLDDOWNS AND TO STUDS OF
'LAUI!DP e
�arhnnd clo5et C THE AT CElLk* /'LAUI!DP, 1101/2
FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18% FOR THE SAME REASON MENTIONED
c ILR
ABOVE.
/13 TH
FLk CE�l
5) FOR LOCATIONS CLOUDED AS
INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED
fG'KEf'PLAl4T Sic r- GARZG�jl
TOP AT V 5 5181 AT F' AT TOP & BOTTOM AS SHOWN ON DETAIL W ON SHEET # 10
6'FLATCEILlf 63
4) Loconoms (.1LOUTIlEt AS .514nLL &E STIZAFPEM prce �DET,41L:'r_" OF Sj4fff#jC)
e�FLA T CEIL11'* OE51GNEP Fol?
MA5TE?[�DFU Y DATH ch 11 5TOFAGE)
MASTE? 6 FLAT CEILING
DEORGIONI
DEDFOOM
\(D>0_3
(BATHEPRAL
CEILI�ry 0
c9l Fo)
'/Z +lTwcAJU Asc
rcfo%.^ Tor fjgjli� to
0 vi eootL,!;,at.5 eve
0'p— or- cis S kow.n 0 vi IA-J OL't
0 N v-
PffOiLN&E-5 Norep rope
?JZ ALL Va"A FITCFES TOM
-See- jet,�_-Q FtArcEur, WAIMPA54.12
L ALLOK CELIIGSforlorEpro
0 CArtfPR I PE FLAT
C65 c LAM I
-DW
ArCRW, I I
LIVING 4r 4
POR H Me
WALL
(ZOD5 PLAN)
X CATI-C 1 L I r." x 4
FtANTUELF 4
TOTAL At AREA I 1,C)I
F-11
1201 f
HALL_ FLAM%fLF T
SIFLAI CEUX;
r-——————
�A
cmw
'frw L
To V.,
Wsrrmw, 81 FLArcrt1r,
I a'FLAT CEUG &Fv,,CE
Lir, VESUIL-PAP CAD FILE NAME
Sr A
LOT- 2-o
CATKORAL TAx �C-Aw / F. DRAWNG NO.
culo \A
DRAWN GY.
APPROVEP)AY.-
02 AppnovED ey. LJG
SHEET NO.
DATE: LOILlis bAB�
SCALD AS NOTED
OF
DESIGq CRITERIA SCHEDULE "C" ROOF TR SS, Headers per sheet J' roof h Fo-d e_rs
RECOMMENDED STUD SIZES AND SPACING 47 trusm per sheet#
LNE LODS;
ROOF..................I......................................................................20#/sq. It.
WALL PLATE HEIGHT STUD SIZE SPACING
FLOOR.................................................I........... ..........I...........40#/Sq. ft. C S I B."s
WIND-VADS: 8'-D" THRU 9'-10" 2x4 16,
WINDJOCITY (PER SBC-1997 EDITION)..................................100 M.P.H. 10*-0* THRU 14'-0' 2x6 16"
SEI m LOAD (PER SBC-1997 EDITION).................�EFFECTIVE PEAK ACCELERATION, Ao<0.05
EFFECTIVE PEAK VELOCITY, Av<D.05 14'-1*THRU 18'-6* 2x8 15" 20 go. 24" Iong
GE�_'RAL STRUCTURAL NOTES: twisted strop
19--0' THRU 22'-0' 2x8 12" 112)?NDINOUS
:'IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL 2x10 12" TU S
1)F�UIREMFNTS OF THE AUTHORITIES RAVING JURISDICTION OVER THIS TYPE OF I ,--—1/2*0 GATOR BOLT
ONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN.CONFORMANCE THE PLATE HEIGHT REPRESENTS THE VERTICAL PER SHEET Ott 5&VAL
ATH ALL APPLICABLE CODES AND REGULATIONS. UNINTERRUPTED SPAN LENGTH OF THE STUD.
U
:'ji..9
t24 Sir..
,d
IF HORIZ. CONTINOUS BRACE CAPABLE OF TRANSFERING
2)THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR LATERAL LOADS TO SHEAR WALLS DOES EXIST.
TO COMMENCING WORK. THEN THE SCHEDULE SHOWN ABOVE DOES NOT
APPLY.
3) C NTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS. ANCHORS, 0 GATOk BoLr
AN)LES, PLATES, OPENINGS, SLEEVES. HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE "D"
BE REQUIRED BY ATTACKED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEA NC WALLS
4) TI ESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS)
REIRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER.
OPENING WIDTH IN FEET 4-
5) ALIL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND UP TO S-O" 3*-1" THRU 6'-0 6'-1*THRU 1 (2)HTT Lrrm,1161forsok),
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. LINTEL (3)-2x8's (3)-2xlO*s (3)-21 12's EXTERIOR WALL OPENINGS
6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AV/41ABLE. FOUNDATIONS WERE DESIGNED JAMB USE TWO(2)STUDS OF THE SAME SIZE AS THESE OF THE WALL BON C: ^E CONCRETE SLAB
FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING -E�� STRAPPING 0 TOP Sk BOTTOM EXCEPT AT
CO\IDITONS TO THE DESIGNER PRIOR TO COMMENCING WORK. TWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED IS*EAD OF GARAGE DOOR & OTHER LOCATIONS SHOWN CONCRETE
THE THREE (3) PLATES MENTIONED ABOVE. ON SHEET #9 OF THE DRAWINGS SLAB
7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND / I
if
SECUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE P AT:S. (N.T.S.)
CON STRUCTION NOTES:
ER'CTION. 4
CONCRETE: PREENGINEERED ROOF TRUSSES Detail "B", Jamb strapping
1) 4 CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI GATOR NUT @ top & Bott.
COMP�ESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE. )SCSI
2) F, TINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON x 3"x 3*x Detail Jamb strapping
STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM k CATOR WASHER ((N.T.S.))
DRY DENS11Y (ASTM D1557) FOR A DEPTH OF AT VAST ONE FOOT(I ft.) BELOW THE BOTTOM OF THE FOOTING. HURRICANE STRAPPING PER @ top & Bott.
3) HEARING MATERAIL: THE FOOTINCS SHOULD BEAR IN EITHER THE EASTING FINE SANDY SOILS,
U41CH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING SCH. -A- ON SHEET IIIIII)
LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED
PROCTOR MAXIMUM DRY OENSn (ASTM C11557) ((N.T.S.))
4) R 4FORCING STEEL ShALL BE ASTM A-615 GRADE 6D STEEL CONFORMING TO ACI 301,
AC 315. ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS.
5 Aj 1/2-0 GATOR BOLT
CONT'NUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE /—PER SHEET ji
LAP SPLIRD A MIN. OF 36 BAR DIAMETERS OR 24', WHICHEVER IS GREATER UNLESS
OTiERMSE NOTED.
6) Ti E RN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT.
FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches GATOR COUPLER
SLAB ON GRADE.......................................................CENTERED
7) HORIZCNTAL BEAM AND FOOTING BARS SWL BE BENT 1'-0-AROUND CORNERS OR TOP PLATE
CO,?NER BARS WITH 2'-0- LAP SHALL BE PROVIDED. OF WALLS
.r RIM JOIST,OR BEAM
8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT
REIIAFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES
SHALL HAVE ENDS WHICH AR E PLASTIC-TIPPED OR STAINLESS STEEL.
9) ALL REINFORC114C DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR
DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED
OTHERWISE ON-THE STRUCTURAL DRAWINGS. IJSE
10� ALL. CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS 1/2-0 CATOR BOLT
f-)R coNmETE" ACI 318 LAIEST EDITION, AND *SPECIFICATIONS FOR STRUCTURAL CONCRETE PER SHEET jF01
FOR BUILDINGS" ACI 301. GATORCOUPLER
MATONRY CORNER DETAIL POST STRAPPING 0 TOP.
-0 GATOR BOLTS SPACED (N.T.S.) (N.T.S.)
I) C NCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE 1/2-0 GATOR BOLTS SPACED 1/2 EXPANSION JOINT
PER SHEET #cl ADDITIONAL STUD WALL PER SHEET j ADDITIONX.
R
MAONRY UNITS, TYPE 1. GRADE N-1, NORMAL WEIGHT, WITH A MIN, COMPRESSIVE STRENGTH PIE P RECESS SLAB 3/4"x 10" WIDE
EXP. BOLTS MAY BE NEEDED PER EZA
m - 1500 PSI #4 RODS CON S 6*x 6* OR 4"x 4* POST
OF 2000 PSI ( f L EXP. BOLTS VAY BE NEEDED PEER AT GARAGE DOOR
SHEAR WALL TABLE ON SHEET f4l r4* CONQ SLAB W/6xGxIO,10 W.W.F. SHEAR WALL,TABLE ON SHEE-7 GATOR BOLT SYSTEM USE AgV "51r^P400" POST
6x6x1O/10 Y&W.F. EPDXYGROUT
2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. /. .0. -_ INSTALLATION INSTRUCTIONS
_11F FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE DRILL 6' INTO CONCRETE
6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE,
A
MAX. 16 In. D.C..
S7UD WALL
3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH I DETERMINE THE STARTING POINT AND MARK EITHER THE
POUR
'L EA 6x6xlO/10 W.W.F. If J-13OLTS'ARE USED CR BOLT LOCATIONS DIRECTLY
6 MIL V.S. OVER . N. ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS
WOOD FRAMING (2 C G ARE USED. POST STRAPPINGoeoTTom
WELL COMPACTED TF EATED FILL #5 CONIT. HOOKED CON RETE FOCITJIN
TIED AT CORNERS 2)CORNER LOCATIONS SHALL BE PER DETAIL-L-ON THIS (N.T.S.)
1) ALt WOOD FRAMING SWL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL a.. J4 RODS VERT. ON 48" 0. '. k AT CORNERS. MIN. 18" SHEET.
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. Til-M.
VERT. RODS SHALL BE H( )K:D 6' INTO I . -± 3)INSTALL COUPLERS.WASHERS&NUTS WHERE REQUIRED
FOOTINGS 0 BOTTOM AND 12* INTO SLAB PER DETAIL'J'ON INS SHEET AND PER MANUFACTURER S POST STRAPPING
2) Af STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: M (2)-#5 CONT. HOOKED TURN DOWN SLAB DETAIL BOLT RUN DETAIL (TYP) rj---,,, / A
0 TOP. FOR HORIZ. REINF iRi:EMENT. USE & TIED AT CORNERS RECOMMENDATION*,
TOP & BOTTOM
ON
SAWN LUMBER LAM. VENEER LUMBER 9 go. HORIZ. JOINT Rl:;NFORCEMENT MIN. 18" @ GARAGE (N.T.S.) (N.7.S.)
Fb - 1120 PSI Fb = 2,600 PSI 16- D.C. (MAX.)
FV - 90 PSI Fv = 285 PSI
rcl = 565 PSI E = 1,900,000 PSI 48' (MAX.) OR
Fc = 1,455 PSI CONSULT ENGINEER
E 1.600,000 PSI rw I TURN DOWN SLAB DETAIL BLOCKING REO'D.
31 ROOF & WALL SHEATHING SHALL BE 7/16- ORIENTAL STRAND BOARDS (OSO) OR BETTER, 20"(W)x 10"M CONCRETE FOOTING BETWEEN OUTRIGGERS
SPAN RATED AS SHOWN ON THE DRAWINGS. REINFORCED W/(2)-#5 RODS CONT. 2X4 BLOCKING 0 SHEATHING JOINT 2x4 OUTRIGGER
I EXCEPT 0 GARAGE 4" FROM CABLE END A a 48,D.C. HURRICANE CUP H-Z5 OONT.20 SCAB FROM TOP 70
4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE 7/16-STRUCTURAL ROOF SHEATHING U-HANGER OR EQUAL 0 45"D.C. BOTTOM CHORD TO SERVE AS NALER
OR SOIL SHALL BE PRESSURE-TREATED. TYPICAL FOUNDATION DEfAIL F — —— — — — — — — — 6x6x1O/10 WW.F. 7 2x4 BARGE RAFTER CONT. FOR X-EIRACING 0 a'O.Q PROMDE CLIP FOR 400 Ills,
;I ..:.:,- . ..... ! SHINGLE STRIP BOTTOM CHORD OF COMMON OF LATERAL SHEAR
5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH TRUSSES 0 24*O.Q
APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM FASCIA a BOTTOM NORD OF CABLE
A-153-BO. 1) 11 1 12d NAILS 0 8* 0.c. END TRUSS
SCHEDULE A t 2x4 X-BRACING
6)ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C, SPECIFICATIONS. RODS CONT. a 6, 0.C. lo TOP CHORD OF GABLE ENO (3) 112d NAILS
FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED'GALVAN IZED TO ASTM A-153-80. ROOF TRUSSES STRAPPING SCHEDULE TO TOP PL;TE TRUSS DROP 3-1/2 DOUME TOP PLATE
to 0 loco
0
7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. OF BEARING WALLS (PRE-ENGINEERED FRAMING) 7 2x4 SCAB CONT. TOP TO 21 AX
BOTTOM CHORD 0 8 ft. M
8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 TRUSS No. OR UPLIFT TRUSS TO TOP INTERIOR STEP DOWN DETAIL FROM.GABLE OPENING -
INS�IEAD OF SYP #2. -DESIGNATION* (Ibs) PLATE OR TO STUD. TOP PLATES TC F1 IOTINGS — — — — — — — — — — — — — — — — — — — -
CONT.2x4 SCAB FROM TOP 70
GATOR BOLT SOLE PLATE SHALL BE BOTTOM CHORD 0 X-BRACING 2x4 BLOCKING 0 48*D.C. BETWEEN
ALL TRUSS ENDS ANCHORED TO SLAB W/ 2x4 SCAD IF VERT (PROVIDE ADDITIONAL 2x4's AT CADLE END TRUSS AND FIRST
EXCEPT ONES COMMON
-------r 0--TTS L51II2. SIM 2x4 VERTICAL IF HIGHER THAN 48" TRUSS
OUTLINED BELOW SHOWN ON SHEET 0 STUDS 1/2"0 GATOR BOLTS SPACED WES IS NOT PRESENT
_DULE "B" — MISCELLANEOUS FASTENING SCHEDULE I I _ fSop, 1/2"If CATOR BCL7S4 AC!D AS a 16" D.C. TO FORM AN -L- SHAPE)
SCHI TwIsi- 71t6f PER SHEET #1 ADDITIONAL CONT. 2x4x8,*#2 SYP. LATERAL
6x6x1O/10 W.W.F. EXP. BOLTS MAY BE NEEDED PER (3)124 NAILS BRACE 0 4tr O.C.
CONA'_CTION FASTENER NUMBER OR SPACING Tr�_Gllrj-IT31 1/2"0 GATOR DOL75 5 AC:D AS SHEAR WALL TABLE ON SHEET J1 AT X-BRACING BOTTOM CHORD OF (3) 12d NAILS ISOMETRIC VIEW
TOP 04 SOLE PLATE TO STUD, END NAIL 16d COMMON 2 '776 L&T?,%ItAfS0?), SHOV.W ON SHEET J.4 H- CABLEEND TRUSS SHOWING LATERAL BRACE TO
SIUD '0 SOLE PLATE, TOE NAIL 8d COMMON 4 neloug Hol.,D'Dowa v rvj)s x (2)-2x4 TOP PLATE CABLE END TRUSS
DOUBLE STUDS, FACE NAIL 10d COMMON 24' O.C. IfC, -PLATFORM FRAMING-
CONT. 2x4x3'#2 3YP-j
W1 LY 12oo: S1 Afso"4. (N.T.S.)
';OUBL- TOP PLATES, FACE NAJL 10d COMMON IS" D.C. 20 STUDS 0 10*D.C.
LATERAL BRACE 0 -1L4UC.
PIATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-iOd COMMON T IT
CUNTH�UOUS HEADER, TWO PIECES r-i%.I,, C
16d COMMON 16' O.C. ALONG EA. EDGE 2x4 BLOCKING 0 2,V D.C.
ti 66 M&T, (2)-#S RODS CONT. BETWEEN CABLE &FIRST RU S j A -CAD FILE I IAME
ro g...Rl
1VO)D PARTICLEBOARD SHEATHING: 02 71clowo NIA' f--20' CUP 0 48"D.C.. CLIP S LOT. Zo pAgADISIZ:
------ PROVIDE A MINL 400 Itis OF SHEAR,
_kff OR 613E�FE� Bd COMMON 6* D.C. EDGES & If
8* O.C. INTERMEDIATE -ro II&T-7."isi 5008 INTERIOR THICKEN SLAB DETAIL PLATFORM FRAMING L1 DRAWING 0.
WALL - 7/16" OR GREATER 8d COMMON 6* D.C. EDGES & CABLE END
NOTE: DRAWN BY: APPROVED
12" D.C. INTERMEDIATE UNBRACED LENGTH OF X-BRACING MAY CRT.&) t
FLOORI- 3/4- f&G PLYWOOD 8d COMMON 6' D.C. EDGES & MISC. FOUNDATION DETAILS NOT EXCEED 10 1L. IF LENGTH DOES APPROVED By- LJG
12" D.C. INTERMEDIATE SEE TRUSS ENGINEERING BY -.FOR TRUSS DESIGNATIONL EXCEED 10 ft, ADDITIONAL SCAB 11ii REO'D. SHIEE7140
CUT.S.; UATE. 0% GA,Al to
-ILA,-WALL TAQLE�__Q_E_ A S NOTED